Stormwater treatment system

ABSTRACT

A stormwater treatment system includes water treatment media that defines a helical flow path within a conduit. The water treatment media may include a plurality of helical water treatment media components that are constructed and arranged to seal against an inside surface of the conduit. The individual helical water treatment media components may be installed in situ within the conduit when the conduit is positioned within a chamber having an access opening, and periodically removed and replaced by passing the components to the access opening. The components further may have a flexible frame, which allows the water treatment media to dynamically adjust to swelling of the filtration media and other forces that may occur during use. The performance of the system may be adjusted by adjusting the helical pitch of the helical water treatment media components.

This is a continuation of U.S. Nonprovisional patent application Ser.No. 13/092,427, filed Apr. 22, 2011, the entire disclosure of which ishereby incorporated by reference as if set forth fully herein.

BACKGROUND OF THE INVENTION

1. Field of the Invention

This invention relates generally to the field of environmentalremediation of stormwater. More specifically, this invention relates toan improved modular filtration system for a stormwater system.

2. Description of the Related Technology

Stormwater that is created by storm runoff in heavily developed areas istypically channeled into storm drainage systems that eventually draininto nearby streams, creeks, rivers or other bodies of water. Forpurposes of this document, stormwater includes not only storm runoff,but other sources of wastewater such as rinse water and melting snow andice.

Paved surfaces that bear automobile traffic typically become coated withsignificant pollutants such as heavy metals and volatile organiccompounds, both under normal traffic conditions and in particular whenmotor vehicle accidents occur. When normal rain or snowfall occurs,these pollutants tend to be swept away with the runoff stormwater andeventually lead to contamination of the bodies of water that eventuallyreceive them. Such contamination has become a significant environmentalissue in many areas. In addition, a significant amount of sediment anddebris such as bottles and cans tends to be swept away by stormwaterrunoff. Some of the debris is heavier than water, and some of it has thetendency to float. Stormwater filtering systems have to be able toeffectively filter both types of debris, in both ordinary and elevatedflow conditions.

Depending on the location of a stormwater system inlet, the primaryenvironmental concern may be pollutants or it may be sedimentation andlarger debris.

Systems exist for filtering stormwater runoff that are effective to someextent in removing debris from stormwater and in removing certain otherpollutants, such as hydrocarbons. For example, U.S. Pat. No. 6,080,307discloses a storm drain insert that contains one basket for thecollection of debris as well as a canister that contains a hydrophobic,compliant, oil-absorbent copolymer material that is said to be effectivein removing oil from the stormwater. Additional systems for removingpollutants such as heavy metals from stormwater have been commercializedby Fabco Industries Inc., the assignee of this application.

The removal of sedimentation and larger debris from stormwater requiresa system that is simple to install and to service, since the collectedsedimentation and debris will have to periodically be removed from thesystem. Water treatment media such as filtration media will also have tobe periodically inspected and replaced.

In any type of water treatment system, there is a trade-off between theamount of stormwater that the system can effectively process and theefficiency of the water treatment. In other words, for a given system,the greater the amount of stormwater to be processed, the less effectivethe treatment can be. Accordingly, it is advantageous to be able todesign a system that is scalable for the anticipated flow rates in orderto optimize water treatment efficiency and longevity of the system.

A need exists for an improved system and process for processing sedimentand debris laden stormwater that can be optimized for anticipatedconditions, that is effective under all conditions, that is suitable forfiltering all kinds of debris, and that is moreover inexpensive todeploy and cost-effective to service.

SUMMARY OF THE INVENTION

Accordingly, it is an object of the invention to provide an improvedsystem and process for processing sediment and debris laden stormwaterthat can be optimized for anticipated conditions, that is effectiveunder all conditions, that is suitable for filtering all kinds ofdebris, pathogens, nutrients, oils and grease and that is moreoverinexpensive to deploy and cost-effective to service.

In order to achieve the above and other objects of the invention, astormwater treatment system according to a first aspect of the inventionincludes structure defining a first chamber for receiving stormwater;structure defining a second chamber; a conduit communicating the firstand second chambers; and stormwater treatment media positioned withinthe conduit, the stormwater treatment media defining a substantiallyhelical flow path for stormwater that passes through the conduit fromthe first chamber to the second chamber.

A method of treating stormwater according to a second aspect of theinvention includes steps of deploying stormwater treatment media thatdefines a substantially helical flow path within a conduit; and passingstormwater through the conduit.

A modular helical water treatment media component according to a thirdaspect of the invention includes a flexible frame; and water treatmentmedia attached to the flexible frame, the water treatment media beingconstructed and arranged to engage and substantially form a seal againstan inner surface of a stormwater conduit, the water treatment mediafurther defining a helical flow path for stormwater passing through theconduit.

These and various other advantages and features of novelty thatcharacterize the invention are pointed out with particularity in theclaims annexed hereto and forming a part hereof. However, for a betterunderstanding of the invention, its advantages, and the objects obtainedby its use, reference should be made to the drawings which form afurther part hereof, and to the accompanying descriptive matter, inwhich there is illustrated and described a preferred embodiment of theinvention.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a perspective view depicting a stormwater treatment systemthat is constructed according to a preferred embodiment of theinvention;

FIG. 2 is a fragmentary top plan view of the stormwater treatment systemthat is shown in FIG. 1;

FIG. 3 is a longitudinal cross-sectional view of the stormwatertreatment system that is shown in FIG. 1;

FIG. 4 is a cross-sectional view taken along lines 4-4 in FIG. 2;

FIG. 5 is a longitudinal cross-sectional view depicting a component ofthe system that is shown in FIG. 1;

FIG. 6 is an enlarged view of a portion of FIG. 5;

FIG. 7 is a side elevational view of a component of the system that isshown FIG. 1;

FIG. 8 is a diagrammatical depiction of a method of deploying andmaintaining a stormwater treatment system of the type that is shown inFIG. 1;

FIG. 9 is an assembly drawing depicting a filter segment that is used inthe system that is shown in FIG. 1;

FIG. 10 is a fragmentary cross-sectional view depicting one portion ofthe stormwater treatment system that is shown in FIG. 1; and

FIG. 11 is a diagrammatical depiction of one portion of the stormwatertreatment system that is shown in FIG. 1.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT(S)

Referring now to the drawings, wherein like reference numerals designatecorresponding structure throughout the views, and referring inparticular to FIG. 1, a stormwater treatment system 10 that isconstructed according to a preferred embodiment of the inventionincludes a base portion 12, a riser portion 14 and a top slab portion16, each of which is preferably fabricated from a reinforced precastconcrete material. The purpose of the riser portion 14 is to ensure thatthe access openings 22, 26 discussed below are accessible from gradelevel. In some cases, it is not necessary to use the riser portion 14.In those cases, the top slab portion 16 fits directly on the baseportion 12.

Stormwater treatment system 10 includes structure defining a firstinfluent chamber 18 for receiving stormwater and a second effluentchamber 20 into which treated stormwater is released.

The top slab portion 16 has a first access opening 22, positionedsubstantially over the first chamber 18, that is closable by a removablecover 24 and a second access opening 26, positioned substantially overthe second chamber 20, which is closable by a removable cover 28.

The stormwater treatment system 10 includes at least one conduit 30communicating the first and second chambers 18, 20. Stormwater treatmentmedia 32 is preferably positioned within the conduit 30. The stormwatertreatment media 32 advantageously defines a pair of substantiallyhelical flow paths 35, best shown in FIG. 5, for stormwater that passesthrough the conduit 30 from the first chamber 18 to the second chamber20. Stormwater treatment media 32 also preferably has a substantiallyhelical shape, as may be seen in FIG. 5. In the preferred embodiment,stormwater treatment media 32 is shaped as a double helix.

In the preferred embodiment, stormwater treatment system 10 furtherincludes a second conduit 34, which also communicates the first andsecond chambers 18, 20 and has stormwater treatment media 32 positionedtherein.

Each of the first and second conduits 30, 34 preferably has a strainerand diffuser assembly 36 mounted adjacent to an inlet opening 31 of therespective conduit 30, 34. Each of the conduits 30, 34 further include asecond, outlet opening 33 which is in communication with the second,effluent chamber 20.

The inner wall of the stormwater treatment system 10 may be providedwith a pair of anchors 38 for releasably holding a deployment andrecovery tool 74, which will be discussed in greater detail below inconjunction with FIG. 8.

The stormwater treatment system 10 further includes an inlet 40 foradmitting stormwater into the first, influent chamber 18 and an outlet42 for permitting treated stormwater to exit the second, effluentchamber 20. The first chamber 18 is partially defined by a wall 44 thatis part of the base portion 12 and includes an upper edge 45. The spacethat is defined between the upper edge 45 of the wall 44 and theunderside of the top slab 16 forms an emergency bypass or overflow paththat permits untreated stormwater to pass from the first chamber 18 tothe second chamber 20 without entering either of the conduits 30, 34.

The base portion 12 further includes first and second saddle portions46, 48, which support the first and second conduits 30, 34. In thepreferred embodiment, the first and second conduits 30, 34 are bothpositioned so that they are substantially horizontal, with their inlets31 being at substantially the same elevation as their outlets 33.

As FIG. 4 shows, brackets 50, 54 are preferably used to secure theconduits 30, 34 and position relative to the saddle portions 46, 48,with connectors 52, 56, 58 being used to secure the brackets 50, 54 tothe respective saddle portion 46, 48.

As FIG. 5 shows, each of the conduits 30, 34 preferably has asubstantially smooth inner surface 60. The stormwater treatment mediathat is positioned in either of the conduits 30, 34 is preferablyembodied as a plurality of filter segments 62, each of which has asubstantially helical shape having a pitch defined by an angle a, whichis shown in FIG. 11. Preferably, the angle α is substantially within arange of about 65 degrees to about 87 degrees, more preferablysubstantially within a range of about 70 degrees to about 85 degrees andmost preferably substantially within a range of about 75 degrees toabout 82 degrees.

Filter segments 62 also have a pitch P, shown in FIG. 11, that ispreferably substantially within a range of about 2 inches to about 10inches, more preferably substantially within a range of about 3 inchesto about 9 inches and most preferably substantially within a range ofabout 4 inches to about 8 inches.

According to one advantageous aspect of the invention, the treatmentperformance of the stormwater treatment media 32 may be preset oradjusted by setting or varying the pitch of the individual filtersegments 32. By increasing the pitch, a greater flowrate becomespossible, but with less effective filtration. By decreasing the pitch,the design flow rate becomes less but the filtration is more effective.

Preferably, each of the individual filter segments 32 is sized so thatit may be inserted and withdrawn through the access opening 22. Each ofthe filter segments 32 is preferably constructed so as to be slidablealong the substantially smooth inner surface 60 of the respectiveconduit 30, 34 when it is being inserted and removed from the conduit30, 34, and further is constructed to flexibly engage the inner surface60 and seal against the inner surface 60 so as to define a constrainedhelical flow path 35. The filter segments 32 are preferably deployedwithin the respective conduits 30, 34 in situ, in a manner that will bedescribed in greater detail below.

Referring to FIG. 9, which is an assembly view of a filter segment 62that is constructed according to a preferred embodiment of theinvention, the filter segment 62 includes a longitudinally extendingthreaded rod 64, which is used to connect a plurality of helicalelements 70. Each of the helical elements 70 includes a flexible wireframe 66 having a hole 67 for receiving the threaded rod 64. A mediasleeve 68 is fitted over each end of the flexible wire frame 66. In thepreferred embodiment, the media sleeve 68 is fabricated from filtrationmedia, such as a foam material or a fabric material. Depending on thetarget pollutant, Open Cell Foam (Bacteria, Nutrients, Heavy Metals) orHydrophobic Fabric (Hydrocarbons) may be used.

The filter segment 62 accordingly defines a double helix having twoseparate helical flow paths 35. Stormwater can move from one end of oneof the flow paths 35 to a second, opposite end, or it can penetrate themedia sleeve 68 and enter into the second flow path 35, thereby beingfiltered.

All filters tend to blind over time. In most filter systems, thisresults in the front filters blinding first, preventing water fromreaching the subsequent filters. However, the helical filter systemdescribed herein is unique in that has the front portion of the helixbegins to blind due to pollutants, the water will naturally climbthrough the helical filter path 35 is necessary, thereby contactingfresh media as needed. Over the life of the filter, this results in anevenly spent filter. In other words, efficient use of the filtrationmedia is optimized.

As FIG. 6 shows, at least one of the media sleeves 68 is preferably longenough so as to bend against the smooth inner surface 60 of the conduit30, 34 and form a seal with respect to the surface 60.

A connector 72 having an eye hook 73 is threaded over each end of thethreaded rod 64 for holding the assembly together. As FIG. 8illustrates, the eye hook 73 may be engaged by the end of the tool 74 inorder to insert or remove the filter segments 62 from the inside of therespective conduit 30, 34.

The stormwater treatment system 10 benefits from regular maintenanceintervals to remain effective as a stormwater filter. Maintenancerequirements and frequency are dependent on the pollutant loadcharacteristics of the site of deployment. The influent and effluentchambers 18, 20 should be cleaned of any collected oil, trash, debrisand sediment that may inhibit filter performance. Inspection personnelmay access the interior of the system 10 through the access openings 22,26 in order to periodically inspect the condition of the system 10,including the stormwater treatment media 32.

If replacement of the helical filter segments 62 is determined to benecessary, the access covers 24, 28 will be removed, permitting ventingof the interior chamber of the system 10. The interior of the chambers18, 20 may be cleaned with the use of an external vacuum device, such asa vacuum truck.

Removal of the helical filter segments 62 is preferably performed fromthe first, influent chamber 18. A ladder is used to enter the influentchamber 18, and the diffuser assembly 36 is removed from each of theconduits 30, 34. Each diffuser assembly 36 is preferably attached to thehousing by means of releasable fasteners such as wing nuts. A pair ofpliers may be required to loosen the wing nuts.

With the diffuser assembly 36 removed, the helical filter segments 62are exposed and can be pulled directly out of the respective conduit 30,34. In the preferred embodiment, each conduit 30, 34 will include fiveseparate helical filter segments 62. The individual helical filtersegments 62 are preferably not directly connected to each other. Thetool 74 is preferably used to engage the eye hooks 73 of the respectivefilter segments 62 in order to remove the helical filter segment 62 fromthe respective conduit 30, 34. In the event that one of the helicalfilter segments 62 cannot be removed manually using the tool 74, one ormore of the anchors 38 may be used in conjunction with a mechanicalforce amplifying device such as a ratchet pulling device or crankpuller.

The filter segments 62 are preferably removed one at a time and locatedunder the access opening 22, where they may be lifted out of the system10 through the access opening 22. A mechanical lifting device may beused in order to lift the filter segments 62 out of the system 10.Advantageously, the eye hook 73 is constructed so as to be able to bearthe full weight of a saturated filter segment 62.

After the filter segments 62 have been removed, the interior of therespective conduit 30, 34 is inspected for damage. Any sediment anddebris is removed prior to inserting new filter segments 62.

The new filter segments 62 are preferably lowered through the accessopening 22 with the aid of a mechanical lifting device, with the fullweight of the filter segments 62 being borne by the eye hook 73. Each ofthe filter segments 62 is carefully pushed into the respective conduit30, 34. Each of the filter segments 62 is preferably assembled (stackingthe wire frames) in a counter-clockwise direction. This allows thefilter segment 62 to be installed in the conduit 30, 34 in eitherdirection and insures that the helical paths 35 through the conduit 30,34 are in a continuous direction. Once the filter segments 62 areproperly positioned within the respective conduit 30, 34, as is shown inFIG. 10, the diffuser assembly 26 is replaced.

It is to be understood, however, that even though numerouscharacteristics and advantages of the present invention have been setforth in the foregoing description, together with details of thestructure and function of the invention, the disclosure is illustrativeonly, and changes may be made in detail, especially in matters of shape,size and arrangement of parts within the principles of the invention tothe full extent indicated by the broad general meaning of the terms inwhich the appended claims are expressed.

What is claimed is:
 1. A method of treating stormwater, comprising stepsof: deploying stormwater treatment media that defines a substantiallyhelical flow path within a stormwater conduit; and passing stormwaterthrough the stormwater conduit.
 2. A method of treating stormwateraccording to claim 3, wherein the stormwater treatment media has asubstantially helical shape, and further comprising a step of selectinga pitch of the substantially helical shape of the stormwater treatmentmedia in order to set a treatment performance of the stormwatertreatment media.
 3. A method of treating stormwater according to claim1, further comprising a step of mounting the stormwater treatment mediaon a flexible frame prior to deploying the stormwater treatment mediawithin the conduit.
 4. A method of treating stormwater according toclaim 1, wherein the step of deploying stormwater treatment media withina conduit comprises inserting a plurality of modular helical watertreatment media components sequentially into the conduit.
 5. A method oftreating stormwater according to claim 1, wherein the step of deployingstormwater treatment media within a conduit is performed in situ.
 6. Amethod of treating stormwater according to claim 1, wherein the conduitis positioned within a chamber having an access opening, and wherein thestep of deploying stormwater treatment media within the conduitcomprises passing the stormwater treatment media through the accessopening.
 7. A method of treating stormwater according to claim 6,wherein the stormwater treatment media comprises a plurality of modularhelical water treatment media components, and wherein the step ofdeploying the treatment media within the conduit comprises passing theindividual components through the access opening.
 8. A method oftreating stormwater according to claim 7, further comprising a step ofremoving at least one of the modular helical water treatment mediacomponents from the conduit and passing it through an access opening. 9.A method of treating stormwater according to claim 8, wherein themodular helical water treatment media component includes connectionstructure, and wherein the step of removing the component from theconduit is performed by engaging the connection structure with a tool.10. A method of treating stormwater according to claim 1, wherein thewater treatment media defines two flow paths, each of which is helicalin shape.
 11. A modular helical water treatment media component,comprising: a flexible frame; and water treatment media attached to theflexible frame, the water treatment media being constructed and arrangedto engage and substantially form a seal against an inner surface of astormwater conduit, the water treatment media further defining a helicalflow path for stormwater passing through the conduit.
 12. A modularhelical water treatment component according to claim 11, furthercomprising connection structure that is constructed and arranged to bereleasably engaged by a tool in order to move the modular helical watertreatment media component relative to the conduit.
 13. A modular helicalwater treatment component according to claim 11, wherein the flexibleframe comprises flexible wire.
 14. A modular helical water treatmentmedia component according to claim 11, wherein the water treatment mediacomprises filtration media.
 15. A modular helical water treatment mediacomponent according to claim 13, wherein the filtration media comprisesa foam material.
 16. A modular helical water treatment media componentaccording to claim 15, wherein the filtration media has a modularconstruction.
 17. A modular helical water treatment media componentaccording to claim 11, wherein the water treatment media defines twoflow paths, each of which is helical in shape.